Assessing damaged pipelines transporting hydrogen

被引:23
|
作者
Andrewsa, R. M. [1 ]
Gallona, N. [1 ]
Huisingb, O. J. C. [2 ]
机构
[1] ROSEN UK, Newcastle Upon Tyne, Northumberland, England
[2] EPRG NV Nederlandse Gasunie, Groningen, Netherlands
来源
关键词
Damage assessment; Hydrogen transport; Cracks; Dents; Volumetric corrosion; Fitness for service; Fatigue crack growth; Ductility; Fracture toughness;
D O I
10.1016/j.jpse.2022.100066
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
There is worldwide interest in transporting hydrogen using both new pipelines and pipelines converted from natural gas service. Laboratory tests investigating the effect of hydrogen on the mechanical properties of pipeline steels have shown that even low partial pressures of hydrogen can substantially reduce properties such as re-duction in area and fracture toughness, and increase fatigue crack growth rates. However, qualitative arguments suggest that the effects on pipelines may not be as severe as predicted from the small scale tests. If the trends seen in laboratory tests do occur in service, there are implications for the assessment of damage such as volumetric corrosion, dents and mechanical interference. Most pipeline damage assessment methods are semi-empirical and have been calibrated with data from full scale tests that did not involve hydrogen. Hence the European Pipeline Research Group (EPRG) commissioned a study to investigate damage assessment methods in the presence of hydrogen. Two example pipeline designs were considered, both were assessed assuming a modern, high perfor-mance material and an older material. From these analyses, the numerical results show that the high toughness material will tolerate damage even if the properties are degraded by hydrogen exposure. However, low toughness materials may not be able to tolerate some types of severe damage. If the predictions are realistic, operators may have to repair more damage or reduce operating pressures. Furthermore, damage involving cracking may not satisfy the ASME B31.12 requirements for preventing time dependent crack growth. Further work is required to determine if the effects predicted using small scale laboratory test data will occur in practice.
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页数:7
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